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HomeMy WebLinkAboutENGINEERING14 E 10 T. 24 CAGE BERTHA GALVANIZED STEEL STORM PANEL (2" DEEP) SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. THIS 24 GAGE BERTHA GALVANIZED STEEL STORM PANEL (2" DEEP) SHALL MI BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MJAMI-DAD£/BROWARD COUNRES). DESIGN WIND LOADS .SHALL BE DETERMINED AS .PER SECTION 1609 OF THE A60VE MENTIONED CODE, FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DIRECTIONALITY FACTOR K.d=0,85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL NOT EXCEED THE MAXIMUM (ASD.) DESIGN PRESSURE RATINGS INDICATED ON .SHEETS Z 6 THRU la IN ORDER TO VERIFY THE ABOVE CONDITION, UL77MATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D..DESIGN WIND LOADS DY VUL77PLttNG THEN BY O.6 IN ORDER TO TO COMPARE THESE W/ MAX. (A,S.D) DESIGN- PRESSURE R477NGS INDICATED ON SHEETS 2, 6 THRU 10.. .24 GAGE BERTHA GALVANIZED STEEL STORM -PANEL (2- DEEP) AOEOIJACY FOR IMPACT AND CYCLIC. RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1509. 1.2 OF THE ABOVE MENTIONED CODE, AS PER AMERICAN TESTING LAB OF SOUTH FLORIDA; REPORT / 0304.01=08, AS PER AST44 E 1886-05. ASTM E 1996-05 AND ASTM E JJD-02 STANDARDS; AS WELL AS REPORT If 1220.01-05 AS PER ASTM4 £ 1886-02, AS77d £ 1996-02 AND ASTM E 330-02 STANDARDS AND AND REPORT .IF 0926.01-03 AS PER ASTM £ 1886-97, E `1996-02 AND ASTM E 330-02 STANDARDS, QUALIFIED FOR WIND ZONES 1, 2 AND 3, MISSILE 77P£ D (BASIC PROTEC770H ONLY) AND FOR INSTALLATIONS AT NON ESSEN714L FACILITIES AS DEFINED SY SECTIONS 6.2. L 1 AND 6.2,1,2 OF ASTM4 E 1996-02 AND ASTM £ 1996-05. 2. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUAUTY ASTV A-653 GRADE BO WITH MITI Fy IOB.O ksi, WITH G-9O GALVANIZED STEEL DESIGNA770N. J. ALL ALUMINUM[ EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-116 ALLOY &TEMPER U LESS OTHERWISE NOTED, TH£ ICKNESS OF ALL EXTRUSIONS '.SHALL BE AS SHOWN ON THIS DRAWING STORM PANEL COMPONENTS STUDDED SNAP TRACK AlJO FEMALE COVER CAP ARE PATENT PENDING.. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 'ksi YIELD .STRENGTH AND '99 ksi TENSILE STRENGTH & SHALL COMPLY W/ RDRIDA BUILDING CODE SECTION 2417.3.3.4. 5. 'BOLTS TO BE ASIM A-307 GALVANIZED STEEL OR AISI J04 SERIES STAINLESS STEEL, W77H 35 ksI JANIMUM YIELD STRENGTH & ANCHORS TO WALL, SHALL BE AS FOLIOWS (UNLESS OTHERWSE NOTED)_ (C) TO EXISTING WOOD. FRAME BUILDINGS. WATH SPECIF7C GRAVITY G - 0.55 - 1/4" 0 TAPCON.ANCHORS AS MANUFACTURED BY LEW. BUILDEX. - 1/4" 0 S.C. TAPCONS AS MANUFACTURED BY L.T.W.-BUILDEX. - 1/4" 0 SAMMYS SCREW ANCHORS (SSC) AS MANUFACTURED BY ITW BUILDEX. - NOTn" C_1). MINIMUM THREADED PENETRANON OF TAPCONS 5G OR SWUYS SCREW ANCHORS (SSC) INTO WOOD UNIT SHALL BE 1 1/2" G2) ANCHORAGE SHALL BE PERFORMED BEYOND ANY FINISH MATERAL AT WALL LIKE BRICK VENEER, STUCCO OR ANY OTHER FINISH. ANCHORAGE SHALL BE AS INDICATED ON NOTE C.1) ABOVE. (D).A14CHORS SHILL BE INSTALLED FOLLOWING ALL OF THE. RECOMMENDATIONS AND. SPECIFICATIONS OF THE.ANCH0fYS M[ARUFACTURER. 7. • PANELS 144Y ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SEC71ONS 1 7HRU 5 .(SHEETS 4 & 5 FOR CONCRETE/BLOCK SUBSTRATES) AND ALTERN47WS I THRU 6 (SHEETS 8 & 9 FOR WOOD SUBSTRATES) EXCEPT THAT HEADERS Z 24, 3 & 4 SHALL NOT BE USED. 8. IT SHALL BE THE RESPONSIBILITY OF THE 'CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PANEL IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS PANEL SHALL ONLY BE ATTACHED TO POURED CONCRETE; CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PANEL COMPONENT .EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER.TRACKS ALL AROUND FULL LENGTH. 10. 24 GAGE BERTHS GALVANIZED STEEL STORM PANEL. (2- DEEP) SHALL COMPLY WITH, SPECIFICATIONS INDICATED IN THIS DRAiVINC PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICNON WHERE PERMIT IS APPLIED TO: 11. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A RE40ILY'WSIBLE LOCATION AT PANEL IN ACCORDANCE W17H SECTION 1709.9.3 OF nORIUA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY KITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE 12. (0) THIS P.E.D. PREPARED BY THIS ENGINEER IS GOVERN' AND DOES NOT PROWD£ INFORMATION FOR A SITE SPECIE LC PROJECT. • I. WHERE THE SITE COND177ONS DENATE FROM THE P.ED. (b) CONTRACTOR TO BE. RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATON INCLUDING LIFE SAFETY OF THIS PRODUCT, ' BASED ON THIS P.C.D. PROVDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS. DETAILED ON THIS DOCUYA£NT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. (A) TO EXISTING POURED CONCRETE f'e = 3192 pi, MIN. rTHJSP:£.D.-`tYl£C-B£-CDJVS/DER£ f ALf 1 ALTERED 8Y ANY. MEANS 7APC`ON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. - 1/4" 0 S.G. TAPCO14S AS U NUFACTURED BY LTW. BUfLDEX. (d) SITE SPECIFIC PRCJEC7S SKILL BE PREPARED BY A' PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT WITCH WILL B£CON£ - 1/4' 0 x. 314''.ALL POINTS SOLID -SET ANCHORS AS. DISTRIBUTED BY ILL POINTS SCREW; BOLT & SPECIALTY COMPANY. THE ENGINEER. OF RECORD (£.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD -ACTING AS A .OELEG470 ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE NOTES SPECItlC DRAWINGS FOR RENEW AT) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4 &) THIS F.E.D. SHALL. BEAR THE DATE AND OR;C1,%VL SEAL SAND SIGNATURE OF THE PROFESSIONAL ENGINEER DT RECORD THAT A,2) MINIMUM EMBEDMENT Of 7/4 C x ,S/4" ALL PINNTS.SOUD-SET ANCHORS SHALL BE 7/8' INTO RtE POURED CONCRETE. NO PREPARED IT. EMBEDME it INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SS MACHINE SCREW (SIDEWALK BOLT OR TRUSS HEAD) USED SHALL BE 1 1/2' LONG 1.11N1MUM SHOULD STUCCO EX(ST,. AND 1' MINIMUM FOR WALLS WITH AID STUCCO. A.S) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON NOTES A. Q & A2), ABOVE. _ (8) TO EXISTING CONCRETE BLOCK BALL, ASAI C-90 UNITS, - 7/4" 0 TAPCON.ANCHORS AS 464NU,ACTURED BY I.T.W. BUILDEX. - 1/4" 0 S.G. TAPCONS AS MANUFACTURED BY LT.& BUILDEX Wjl'm = 1500 psi. HIM - 1/4- 0 x 3/4' ALL POINTS,SOUD-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT :& SPECIALITY COMPANY W/ fm I8O0 Psi. MIN. THIS DRAWING SHALL ONLY BE USED TO NOTES B 1) MINIMUM EMBEDMENT OF TAPCOI4 A O CONCRETE BLOCK UNF' SHALL BE 1 1/ OBTAIN PERMITS IN THE STATE OF FLORIDA Q 8.2) MINIMUM EMBEDA[ NT OF 1/4 0. x 3/4 ALL PONTS.SOLID SET ANCHORS SHALL BE 7/8' INTO THE CONCRETE BLOCK. NO 111Tp6y7F1Aiyy�.a,. � r 79`bg�R EMBEDMENT INTO STUCCO SKILL BE PERMITTED 1/4 0 20 S.S.MCNJNE SCREW(SIDEWALK BOLT OR TRUSS HEAD) USED BE , 1 2' LONG MINIMUM SHOULD �W' / .SHALL STUCCO_ EXIST, AND 1" MiN.'I,fU1A FOR WALLS WIN NO STUCCO. •� 8.J) IN: CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL; ANCHORS SHALL BE T ate" 041E7 � FLORIDA BUILDING CODE (Mon High Velocity HuFFldone Zone) LONG ENOUGH TO REACH THE MW11 STRUCTURE BEHIND SUCH' PANELS ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1) r2017.T/CTEGO, 'N'C. 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL L.C. AMU B.2) A80VE. i '�[ : (2' DEEP). mkm 9Y.. EASTERN METAL SUPPLY, INC. 07/25/[7 DATE• ^✓V+. c �( //( _y 3 42b8 �T J�tl.�DS DRIVE TILL TESTING & ENGINEERING: COMPANY NEST'PAW BJ.CH. FL. 33[OT T7-089 y^> sss x.a ssea se.:s7 •su., xi w swami n a»cs PH (561) 5M-6061 FAX: (M)_SFE-476D. n.v :,L'1+T;4ri ss0 T •Galan-Iv1 \ E8 0006775 - asRmi avr [ d. 'DAAW.'NS. No WI TER A PC1� _Li. F> a0 1s-wl aT/:Vv1 1SHEET' 7 OF 10 0 FULL PANEL W/0 HEMMED EDGES FULL PANEL W/ HEMMED EDGES SCALE 3/6- _ 3'-�--- CaVCRE7r ANCHORS (IEE SCHEWLE) J' P Min. 1 Min. �3'-i--- CONCPEf£ ANCHORS (SEE'SCNEDULE) STORM PANEL ?Mu2 TYPICAL ELEVATION N..T. ,S, B 425' ' 6.000-—� i 1.0 •ic(LF➢ 1 ooti�� t M1' ®.(SIP) HALF PANEL W/0 HEMMED EDGES 6.fgD'----------------- 0' f- J F. 70- 00%6JP� 1t t} 1 ;--2.o2D'-4 HALF PANEL W/ HEMMED EDGES -SEE CLOSURE DETAILS ON SHEET 5 ,1 s" 'lsriA»"s� SECTION A —A No. 44167 (L). ALLOE�TH AS£D. 0LOAD.L� Ms to PAN¢ GFOR AGNENNWA?✓ASa OAM 40. (2) PROLEGURE RI DLIMCYE MAMFUM PANEL L£NGOL FOR WALL MOUMfNGS OR FLOOR/CGLING GWEII A POS/INE AID, DESIGN LLMN. OEI£RMINC u WUM PANEL LENC;H 2+' FROM SLWfOULL GWEN A UMnW AID. DES/GN'LOAD, DETRAWC AGIXIMNN PANEL LENGTHi. FROM SCHEDULE RN2 NAX/MUd! eI.L I✓WLE PME4 LENGTH /S fQaAL rO THE' OEIERMINED PANEL 'LEWIN BELWWV ii'AND 2 (3) MIMMUM'Ma LENGTH 70 LIE 48' SCHEDULE 99 .1 VALID FOR POURED CONCRETE, CONCRETE BLOCK AND WOOD SUBSTRATE INSTALLATIONS:9 MAXIMUM PANEL LENGTH "L+" OR "L-" (M) 0 Asa. 0ma., . PRESSUFE,R Wa (P+LJ CQVGRL .. LbNCREIE BLOCK Nvw MlALArK W . PANM. LENGTH MO.-PAELV'LfNC Lt (H.) L-. (it) . 326 9'-IO• 9'-70' 34.0 9'-7' 9'-10" -6.0 9=4' 9'-f0- 38.Q 40.0 l a -TOT 9'-r0' ----42A- 44.0 B'-5' 9'-6" 46.0. 8'-3" 9'-r' 4a.0 8'-1- 8•-8' 50.0 7'-f.!' 8'-4- 520 7'-9- 8'-0- 54.0 7=7.- 7'-8' ISO 7=5' 570 7'-4' 7'-4' Sao 2•-8' 2 =8" V SEE ! E CLOSURE. ON SHEET 5 FLORIDA. BUILDING CODE (Non High Ve%city I 02017, MTECO. WC. 24. GAGE GALVANIZED BERTHA STEEL STORM .P, (2" DEEP) L E C O EASTERN METAL SUPPLY, INC. 1 @1'C . 4268 'war Rms omw STING_ R' £NGINEEMMG. COMPANY wESF. PALM BESCrI,, FL JNO7 m.=•. x...t41 V.hL.w crwrexs, n. JJta6 PM•. (561) 533-6C67 FAX. M374760 L.C. DRAWN 8C 0712SI17 aver DRAW/NG'NO SHU7 2 OF 10 f-2289 n Q "h" HEADER b" HEADER (OPTIONAL Q BUILD OUT "h" HEADER (3" MAX.) i EDCE Of Q. U "U" HEADER' R.200' .092- i o o a 125' R:125" R. 125 �.150' _ -T N 0 �^. 200" 3.OG0' ldox. , �5 3" ANGLE BUILD OUT BRACKET .� • 1.000" Mox = a 'E—S70.31T a.Jt:"; xNURLEo STOOS $V/ t , it i "� 'J""�• i o of �p µa3NER N'11¢CADTS-®-� - -1- N o AT 72. O.C. 1 , o N "t + ; R.062" o 090' -1- -T I Q'SQ. EDGE or Lz3 Q 957" } e:E15J .090" -1-093" TYP. O LARGE KEY HOLE ROUND HOLE AT PANEL KEY HOLE WASHER �6 "F" TRACK (2)1- STUCCO TRACK ® STUDDED ANGL£ 3105-H154 ALUM. ALLOY .848" o 440' .095" 705" H $ 71-aso"a 1� —1 666' 28f" 719" o.o. ,/4 =1G = i4- S.S WASHERED WING NOT .813- KNORLEO STUDS W/ RT:902' .y 2.813- WASHER WTNGNUTS a =W-R7.828- DIE /�A '�G C'✓ ♦,��( Ar i2' OX. f ,Y " NI L.At K _ Gsi" .340 R.208• �. + TYP. ,`j0y� _ NQ.44167 3 3 FEMALE COV£R CAP f0 STUDDED .SNAP TRACK COMPONENTS SOME • 1/2' - r / FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 320:7 mrECO, c1C. 24 GAGE G4LVANI2£D BERTHA STEEL STORM PANEL - La (2' DEEP) ORAL& 61 EASTERN METAL SUPPLY, INC.. 07/75/17 L E C O I NC. 4168 BEST ROADS G',4AT CAM NG &ENGINEERING COMPANY WEST PAW SiAMN• FL 33407 PH., (561). SM-6051 FAX- (561). `See-f767 I %-t)8g ser,9a.sn VR1et G44COS R JSrfd �SrO>r-1S1a. !v: (?">;-rsrt -rsKm DRAWN.^. No ®-0006719 ILTER A li'Ufr'j'. P.E RORTOA Uc. 1 44T57 . a^zw.ssv an rsut nu[ o>pr/n ♦ SHEET 5 OF'70 y.r 0 OR S RDUR£D CONCRETE /9�p W OR SOL! / c� �'�/W QJ OR COkCRE7£ BLOCK j� ANCHORS 1/4 0-20 SNENA(K BOLT / R£OU/RE7 _7/4-20,314' SS (SEE SCHEDULE) OR 1/4 0-20 TRUSS / SOUAR£ HEAD MACHINE DOLT ®0Kj®'ORVt AN'CNORS' CREWS W/ r@t'" AT 12" W (S E SCHEDULE FOP, SCHEDULE) O.C. WI A'Lt,V0) 12 S IRED FOR n - -��.� ANCHORS T CONCRETE r.- VCRFTE BLOCK.I r--7 ED / 0 . APLONS I � 1 N 1 1 I 1 W Min. SEPARAnON I I ' ro GLASS i i W' i I 1 W = hw W �W i i 1 I i I I 1/4 2tH1 SS SOJAREADNA CHIh'E i r i SCREWS W/ I@AT 12' I I I a O.G, ; 2 A i e "1 7 (SEE SCHEDULE jf" 0 / POURED CONCReTc I /. ' O.4 COfK'RE7f BLOCK4, I POURED CONCRET< / o REQUIRED. 7 j Z REOUIRfO 17 h � h � i / F � SEPA PAn4N TO GLASS i ! TO GLASS nON_ V I i u I"Min SERARA770M I 1 L I TO CIASS 1 izwz i I I I K I ) R I 1 1 ' 8 k , t i cone. 1/4-20r3/4' SS SOUARE NEAO 1A/ ANCHORS /^ l SC (SEE SCHEDUl£) POURED -CONCRETE_/ OR GONLRFr BLOCK REQUIRED (OPEN pa +) POURED CONCRETE 1 REQUIRED [PrTlrlM a AMrWnA SIDE WALK DOLTS ARE 3/410zJ/32" MCK HEAD MACHINE .SCREW W/LENG771.AS PER NOTES A2 J, 112 (SHEET 1) TRUSS HEAD BOLTS'ARE 7/20,1/8" THICK HEAD MACHINE SCREW -W/LENCTN'AS FER NOTES A2 & 8.2 (SHEET 1 POURED COI OR CONCRE7 SECTION 1 REQUIRED SECTION ® STUD SECTION 2 WALL MOUNTING INSTALLATION NOTE FOR COMIRWATION OF SECTIONS a EDGE DISTANCE WALL/FLOOR 1A0UNHNG SECDONS CAN 8E SF ON COMBINED !N'ANY WAY TO SUIT ANY INSTALLAnON. CHMMIr ANCHORS ;E D. (SEE SCHEDULE) SfC770d 0 ANCHOR BUILD OUT .INSTALLATION SECTION 4 PQSRION +) POURED CONCREEJ .4EOUIRED j 4rLAssas e,�> SECTION @ S. 1�14T i7C..ACf�__MOUNTING INSTALLATION ` �t� E.N� •. 10 3 �''` p� FLORIDA, BUILDING CODE (Non High Ve%eity Hurricane Zone) Nlgqit? o. 44 1 6 � 02017 m7ECO, V.V. 24 G4CE CALVANIZED BERTHA STEEL STORM. PANEL L.C. a (2 ' DEEP) DRAWN BY, 1 L 0.... £ASTERN "METAL SUPPLY, INC. o7/�v 6 ` b tt L? 771TfSTJNC ffi ENGINEERING C04PANY G+.POBS, ��� 64.5 MW, :IMA Sta ws, YFGaI:f . !]IK fyt � � Fh•» :. (FI JI-l.'ASi . fa : (701jd7t-''. 42E8 WEST ROADS ORNF 6£ST PALM. BJ,L TL JSJ107 PM (561) 533-6051 FAX- (561) 588-47M - T %-OB9 ORAK7f1C i:; 6/LTFR A nLUl Jc. P.E ROMDA Llc.:I 44167 . SHEET 4 OF-10 (SEE MU" Mar. TO CLASS . 5 i w a; 0 u h V SS SQUARE 4 SCREWS O.C. POURED CONLRElF— J POUREDD ANCHGRS E O. (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION - SECTION 5 SOLE : ]/8' = 1' E D. a EDGE OlSTANCE (SEC SCHEDULE ON SHEET 6) NOT£ FOR CO.MMABON OF SECTIONS WALL/FLOOR/C£ILiNG MOUNTING SECTYJN5 C4N &E COMBINED /N ANY WAY TO SUIT ANY INSTALL4770N. POURED CONCRETE. CUT PANT. CONCRETE BLOCX OR 2'x4 WOOD FRAM£ REQUIRED .00 1/4 TAPCON.ANCHORS / O 17' O. C. 1 Y' x a' x. 726' J105-H14 OR 606J-76 ALLOY —t Al— ANGLE - �: ti CASE A 6P/ate VARIES 3 ' M POURED CONCRETE,/ CONCRETE BLOCK OR 2.4' WOOD fRAME REQUIRED j JJ 1/4-2Qx3/4' SS SC ^1. c M90" t L /J5' ,r . f r n • HEA. A64CHIME SCRL [ W/. AT 72- D.C. : 2' Mm, J It 1/4-20rJ/4' SS SQUARE HEAD MACHINE SCREWS 4' x 4" x .072' W/ ® AT 12' O.C. 3106-H14 OR 606J-T8 ALLOY Conf. AJ°m. ANCLE CASE 6 (Elan M'n:,/ 1/4 TAPCON ANCHCRS`\� r2.500' /2' 0. C. ' ---yyy 2.500• ,1 Mine 2' x J' r .09J' 5105-H14 OR 606J-TB ALLOY f n1. Allm.HORS V 2- a C. 6063 1/4 TAPCON ANCHORS O LE O C. -T 1/4' CL MLF PANEL POUR FRAuMAW, OR 2 1 � CASED (P/an,� POURM Col""CONCRETEE BLOCK CR "" Wm00 FRAM£ 201TRtD : X = BUILD OUr DISTANCE CASE E / YJ I ;/A. GL jl»X. / OURfO COIICR£TE ..�CONCRETE 0CK OR 2 s4' WOOD fRiVAE REQUIRED Pro, BLOCX CRETE NCREIE , y l/;.v' � CASE F (Plan.) 2,'r4' WOOD uE RfOU1RE0 1.000' 2' r 2' x .055' TO .ALIERAM LEG LOCARON A' x S' x 055' °"` A'.- ANGLE �. END CLOSURES DETAILS .080' J705-SI5ENT SH£E7 METAL Alum. SENT PLATE Jlll111J/Ay: N .lt SCALE': 7/4' = 1' i CASE C (P/dn�• a •� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) C No. 44167 a 02017 TXTECO. WC 24 GAGE GALVANIZED BERTHA STEEL STORY PANEL LG (2' DEEP) GPAWN BY, p• ••� EASTERN METAL SUPPLY, INC. //�� - ' E C O 42M WEST ROWS ORW 07123117 WE Sn P aaa f n- q1x 1Nc. 7TLLIT TESTING ENGINEERING WtST PALM CH. BEAFL M407 �l1(a���.r.�-1``88 :Y COMPANY 6ulxp -Ern 5x, fi�..Tob YaGa&1 R .11r51 PRh-(567) 533-6061 FAX (551) 58E-47EQ V L �OVS inr.. :.(mJe)i-isw.f :(Sm D)i-r91 crv. w sursr -a.rz ORAN1N6 Th - ... fB70006719 WAITER A r� ;!Uff J. P:E. s1nR;1u 1x urx7' > _ 5HEE7 5 OF 10 ' + AT 12" O.G 1/4"0 TAPCONS A7 12" O.C. X.1 I rI ADJACENT INTERIORLY ADJACENT POURED CONCRETE , -.. i ,y PANEL —_ :—REMOVABLE PANEL OR CONCRETE BLOCK I/4' rx cw \ I STORM PANEL I REQURED 1t ` /�• �". �"° s I C-L 1 WOOD HEAD• REQUIRED I C-1. i F 1 rocAs � i. I i l_O LLL � c f SECTION B-B 4-70,1"SS SCALE . N.T:S j C14iREFNFADR£'xFA0 , 4 -2D<, 55. / I —T I VACH�(I�N,_ SCREWS I � MACH114Z SCREWS i W/ @ Ar.OVERLAP I 1 W/ AT , vQ i f L INTERIORLY REMOVABLE .STORM PANEL .PARTIAL ELEVATION SCALE: ark F € T 7GK--/ g T/4 a rAFCON57 ' YrQOI;-S7U0' \-1/s o TAPCONS J O 24' 0. D i AT MfDNDTH OE RE01IlRID } ` PLATF AT 12' O.D WALL 'MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 6A SECTION 68 'SCALE : 318'=` I' 'SCALE : 318' - T' INTERIORLY REMOVABLE STORM :PANEL SECTIONS Slor WALK. SOUS ARE %4 Ci3/32' WICK NEAR M4CHINE SCREW W/LrNGTH AS PER NOTES a2 x MAX. A.S.D. DESIGN PRESSURE RATING = t57.0, —57.0 p,s. f. ++ (SHf£Tthr oe_.. }. AE/d iR(T$ i r/1 j/B' THICK HEAD ►� AF!(•AI F$, PAR NOTES A.2 & HEE•r' ♦♦ L �C •. FLORIDA BUILDING CODE '(Non High Velocity Hurricane. Zone)' T Rf. ,. NQ •f^t °t t.6% C2017 mTEcm vir 24 GAGE GALVANIZED &ERMA ST££L STORM .PANEL (2' DEEP) LC. VRAmI BY. X. 'V !� 'i4_(%Y 6= `�l"1Y A°' I�r r`4 ..... _..• IL ECA.N�. TILL TESTING,@ ENGINEERING COMPANY 63u KR Jft� St 3'S +uA GvnrnS /r. Ifs E3-OOOB719. WALTER A P.LUT JN. P.L: f[CRlG4 Lic. /_44 f67 EASTERN METAL SUPPLY, INC. 4168 BEST RA,O$ ORrv£ . PH:. (56WEST PALM BEACH. 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EN FOSTi70V +) SECTION ® STUD ALTERNATIVE 2 } Q� T r n2M.E COVER WALL MOUNTING INSTALLATION r�ATaN'dk HURICARE ECI _ ca7vONrcNs.' NOTES: 1. INSTALLATIONS ARE ONLY VALID' FOR MAX. A.S.D. D£StGN PRESSURE R477MG AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) 2. S_£ ANCHOR SCHEDULE ON SHEET 10. N'07E FORCO1ABlNAT70N OF SECTIONS 3. FOR NEW WOOD FRAME' CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN WALL%FLOOR MOUNTING SECTONS CFJJ.BE PIN£ No: 2. %Y/ SPECIFIC DENSITY (G) OF OS5 OR £DUAL. COMBINED 1N ANY iYAY TO SUIT ANY INS7ALLAT70N. 1/4- 0 TAPCONS. (SEE SCHEDULE) AR, .I ii� I 1 1 1 i 2 H Cant. RE MOD HEADER REONRED I 1 i I y I 1' Mh SPhRA7RYl TD. GLASS ' 1 z 8 1 � e I OOnt: i 1 i } I 2 i t MlN. 2 i6' WOOD DECK REQUIRED i-I"414, 0 TAPCONS. (SEE SCHEDULE) (NO .FINISH ALLOA'ED) SECTION: ANCHOR 0 TAPCOAM SCHEDULE) Min. SEPARATION TO GLASS 1/4-MW4- SS S 'HEAD MACHINE SCR W1@AT 12-O.G ( I { III \-7/4' 0TAPCONS. I I i I (SEE SCHEDULE) I i t I i I I BUILD OUT INSTALLATION ALTERNATIVE 4 i DIPCO.VS SCHEDULE). 6 STUD VE .3 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 7 ,. 7Y 02017 FUEM. INC. j STEEL STORM PANEL 24 GAGE CALMOZED(2" DEEP) DAL ' • " V %A • �''•�V Ft yw r,1 _ C q� i �„. G�„ y 13 711UT TESTING B ENGINEERING COMPANY l£trt SeSt JOI. KxroG GW06 ...... £B-OD06719 YGLTERnA, M.1DT J.: P.E A.0 rFT EASTERN METAL SUPPLY, INC. 42sa MST ROADS DRIVE wEST PACM BEACIL fL. 3307 FAX. (•i)38-iPG.10 07/25/17 DAM} t 7-089 Ww= Nb o6uz uv n, az mnrn7 - SHEET B OF 70 T/4'0 lAPCONS - Sff SCHECULE) TO SHUTTER h O x N N s-sowRE��w_- SC.4EIk5 4 a.c NOTE FOR COMBINA170M OF SECTIONS : _ VYALL/FLOOR/C£ILfYC MOUNTING• SECTIONS CAN BE COMBINED IN ANY .WAY TO SUIT ANY TNSTAILATION: NOTES: T:,!NSTALLATIONS ARE ONLY VAUD. FOR MAX. A.S.O., DESIGN PRESSURE RAT?NG ,AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOT.-O) 2. SEE. ANCROR SCHEDULE ON SHEET [0. 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE 509714ERIV FINE Mo. 2, VY/ SP£C!F1C DENS;TY (G) OF 0.55 OR COWL. • �IL�L'i 7 mlrl4 r/B• dPA (606J-T6) 0E W/ (J) 5/15 o LAG b EA.CH TRUSS CR RAFTER: MET Ar mormw OF 110,00 M 111 (2' uIN. IT.DRf) W/ 2 1/7' MIN. PENEDIATTON. EXISDN/G�M�in. 1/2,' FLI7YDOD REND (lYP) W/ FASTENING TO SKIDS AS. PER SECROH +I 2304 OF THE FLORIDA BUILMG CODE W/ 1/40 TAFCON W/ 15132" Min.. THREADED MN INTO j t 'u'n• j i PLYWOOD. (SEE SCHEDULE) � � 3 I� R i' W. SEPA1.4 I TO GLASS 1 1 I i 1 � 1/4-20>3/4- SS NFAD'M9CHlNE 5 W.LQt�2=0 YJH 1'+4" FUTE R£GIkR@ ' 1' M'n r 5 Can1 1 I 1 t i EXISDNC M:. 1/Z' PlYTY00D REOD (TYP) a/ FASTENING TO STUDS AS PER SECTION 2JO4 OF')1tE FLORIDA. 5191 "G CODE ll/ 1/40 ' TAACON IV/- 15/J2" Min. THREADED PENEIRADON INTO PLYKWD. (SE£ SCHEDULE) BUILD OUT INSTALLATION ALTERNATIVE 6 s ri A. III (I `✓\ '0i V�I r� �v" $� ''� o FLORIDA BUILDING. CODE ,(Non High VelocHy. 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